Laserfiche WebLink
Notes: <br />COLUMN SCHEDULE <br />MARK <br />SIZE <br />BASE PLATE <br />ANCHOR RODS <br />C1 <br />HSS6x6xY <br />PL-"xl1*xO'-11" <br />(3) Y4"0 W/ 9" EMBEDMENT <br />C2 <br />HSS31¢xi1 A4 <br />PL -Y4"x91¢"xO'-9>¢" <br />(4) -"0 W/ 9" EMBEDMENT <br />C3 <br />HSS4x4xY <br />PL-"x10"xO'-10" <br />(4) -Y4"0 W/ 9" EMBEDMENT <br />COLUMN SCHEDULE <br />V/ SCALE: N.T.S. <br />AGRIBOARD KEY APPLY 3/8- GLUE <br />BEAD 3 SIDES OF KEY TO EACH <br />PANEL AND FASTEN WITH )6"0. x 10" LONG LAG SCREWS <br />12/14 x 4-" R4 STAR HEAD 0 24" O.C. (COUNTERSUNK) <br />SCREW THROUGH KEY AT 12" O.C. <br />1 V <br />AGRIBOARD ROOF PANEL <br />W7 71 <br />(2) 2x10 CONT. RIPPED FOR <br />ROOF SLOPE WITH h"0 BOLTS BEAM, SEE PLAN <br />THROUGH BEAM 0 24" O.C. <br />STAGGER EACH SIDE OF BEAM <br />WEB, (COUNTERSUNK) <br />CONTRACTOR'S OPTION: <br />PLACE CONT. 7"x7" LVL PROFILE BOARD <br />IN CONT. AGRI-PANEL CENTERED OVER BEAM <br />(2) 2x6 AT CORNER - <br />A34 SIMPSON ANGLE, <br />FASTEN W/ #60)�" <br />LONG SCREWS IN <br />LACE OF 8d NAILS — <br />2x4 STUDS AT 16" <br />O.C. AT LOW <br />PARAPET, SEE 5/S1 <br />(2) 2x6 <br />AT PARAPET <br />END <br />2x6 AT <br />16" O.C. <br />#100" <br />LONG SCREWS <br />AT 6" O.C. <br />(2) 2x6 <br />AT CORNER <br />2x6 STUDS AT 16" <br />O.C. AT TALL <br />PARAPET <br />PLAN AND SECTION AT HIGH/LOW PARAPET <br />SCALE: N.T.S. <br />FOOTING SCHEDULE <br />MARK <br />SIZE <br />THICKNESS <br />REINFORCING <br />F5.0 <br />5'-0"x5'-O" <br />1'-2" <br />6-#5x4'-6" EACH WAY BOTTOM <br />F6.0 <br />6 -0» x4 -0 <br />» <br />1 -4 <br />7-#5x5'-6" SHORT DIR BOTTOM <br />5-#5x3'-6" LONG DIR BOTTOM <br />NOTES: <br />SOILS LABORATORY SHALL VERIFY SOIL BEARING PRESSURE AT BOTTOM OF EACH FOOTING PRIOR TO PLACING CONCRETE. <br />STRUCTURAL FILL SUPPORTING SLAB OR FOOTINGS SHALL BE PLACED IN MAXIMUM 8- LIFTS, WITH EACH 8- LIFT <br />TESTED BY LABORATORY FOR COMPACTION LISTED IN GENERAL NOTES. <br />FOOTING SCHEDULE <br />SCALE: N.T.S. <br />SEE ARCH <br />T.O. PARAPET <br />SEE PLAN <br />PANEL BRG. <br />HSS BEAM. <br />SEE PLAN <br />NOTE: <br />NZ <br />SECTION AT METAL STUD SHEAR <br />WALL AND AGRIBOARD ROOF <br />T HIGH PARAPET <br />(SEE ARCH.) <br />CON T. 4x6 TOP <br />PLATE, SEE 8/S5 <br />T LOW PARAPET <br />(SEE ARCH.) <br />#100" LONG SCREWS <br />AT 6" O.C. <br />6 BOTTOM PLATE, <br />,IL TO ROOF PANEL <br />' 16d NAILS AT 8" <br />OFILE BOARD PER <br />AN AND 8/S5 <br />AGRIBOARD ROOF <br />PANEL BY MFR. <br />7a <br />S6 <br />2x4 STUDS AT <br />16" O.C. AT <br />LOW PARAPET, <br />SEE 5/S1 <br />FACE OF AGRIBOARD <br />WALL BELOW <br />#100" LONG SCREWS <br />AT 6" O.C. <br />(2) 2x6 AT CORNER <br />2x6 STUDS AT 16" <br />O.C. AT TALL <br />PARAPET <br />(2) 2x6 AT CORNER - <br />A34 SIMPSON ANGLE, <br />FASTEN W/ #60)} " <br />LONG SCREWS IN <br />LACE OF 8d NAILS- <br />2x4 STUDS AT 16" <br />O.C. AT LOW <br />PARAPET, SEE 5/S1- <br />�1 PLAN AND SECTION AT HIGH/LOW PARAPET <br />SCALE: N.T.S. <br />,IKSEE ARCH <br />T.O. PARAPET <br />ANCHOR MOUNT TO PANEL <br />END TIMBERSTRAND PROFIL <br />BOARDS W/ MINIMUM <br />(3) Y,"x4" LAG SCREWS <br />SEE PLAN <br />PANEL BRG. <br />NOTE: <br />1. MOUNT ANCHORAGE MUST BE MADEL INTO PANEL END TIMBERSTRAND. <br />2. SEE 3/S1 FOR NOTES NOT SHOWN HERE. <br />3. SEE ARCH'L FOR LOCATION. <br />SECTION AT SATELITE SUPPORT <br />SCALE: 3/4" = 1'-0" <br />AGRIBOARD PANEL <br />SECTION <br />AGRIBOARD PA <br />DOF ANCHORAGES AND <br />IONS AFTER MOUNT INSTALLATION <br />MOUNT BY OTHERS. <br />ANEL BY PANEL MFR. <br />(4) 2x12 LINTEL, <br />SEE PLAN AND 2/S3 <br />31¢" TIMBERSTRAN LSL JACK <br />STUD WITHIN AGRIBOARD WALL <br />PANEL BELOW <br />/o1 on nruuv AIAn C rAnH SIDE <br />RIBOARD PANEL <br />z <br />0 <br />U <br />W <br />LAN AND 2/S3 <br />ACK <br />b I UU WI I nIN AUKIbUAKU WALL <br />PANEL <br />CONT. 4X6 TOP <br />(1) %"0 STAINLE <br />STEEL THRU BOL <br />COUNTERSINK <br />ELEVATION <br />(1) -%"0 STAINLESS STEEL <br />THRU BOLT, COUNTERSINK <br />z <br />0 <br />W At% <br />T/HIGH PARAPET <br />(SEE ARCH.) <br />CONT. 2x6 TOP <br />PLATE <br />T LOW PARAPET <br />(SEE ARCH.) <br />#10x3" LONG SCREWS <br />AT 6" O.C. <br />`5 BOTTOM PLATE, <br />IL TO ROOF PANEL <br />16d NAILS AT 8" <br />OFILE BOARD PER <br />AN AND 8/S5 <br />AGRIBOARD ROOF <br />PANEL BY MFR. <br />2x6 STUDS 016" O.C. <br />�f6" STRUCTURAL GRADE 1 PLYWOOD WALL SHEATHING <br />ATTACH TO WALL MEMBERS W/ 8d NAILS 0 6" O.C. <br />EDGES AND 12" O.C. INTERMEDIATE <br />LAYOUT STAGGERED AND PERPENDICULAR TO WALL MEMBERS <br />44 PRESSURE TREATED <br />GIRT, SEE PLAN <br />S11-� <br />�-- CONT. 4x6 TOP <br />44 PRESSURE TREATED <br />GIRT, SEE PLAN <br />(2) #12 31j" LONG SCREWS <br />AT EACH CONNECTION <br />2x6 STUDS 016" O.C. <br />3f6" STRUCTURAL GRADE 1 PLYWOOD WALL SHEATHING <br />ATTACH TO WALL MEMBERS W/ 8d NAILS 0 6" O.C. <br />EDGES AND 12" O.C. INTERMEDIATE. <br />LAYOUT STAGGERED AND PERPENDICULAR TO WALL MEMBERS <br />2x6 I <br />AGRIBOARD ROOF PANEL PROVIDE PROFILE BOARD FOR CONNECTION <br />BY PANEL MFR. (SIZE TO BE DETERMINED BY PANEL MFR.) <br />SECTION AT PARAPET EXTENSION <br />SCALE: 3/4" = 1'-0" <br />SEE ARCH <br />T.O. PARAPET <br />.. SEE PLAN <br />PANEL BRG. <br />SEE 3/S1 FOR <br />CONNECTION NOTE' <br />1'-4» x2'-4» <br />OPENING BEYOND <br />OARD <br />I/S6 <br />ERSTRAND <br />VEL MFR. <br />=L FOR ADDITIONAL <br />JD LOAD IN EACH <br />Revisions: <br />Seal: <br />onsultants: <br />DECAREMLLSON <br />STRUCTURAL ENGINEERS <br />1 725 E. 5TH AVENUE, TAMPA, FLORIDA 33605 <br />PHONE (81 3) 248-BOB❑ FAX (81 3) 248-BOB 1 <br />CERTIFICATE OF AUTHORIZATION # 25896 <br />JOHN L. DECARO, P.E. NO. 56031 <br />10 <br />1 �� ♦ <br />710 j <br />'40 an <br />. ♦ �� <br />E L E M E N T 6 <br />ARCHITECTS -INTERIOR DESIGNERS <br />Tampa Office <br />The Edgewater Building <br />600 South Magnolia Avenue <br />Suite 150 <br />Tampa, Florida 33606 <br />Phone (813) 251-0565 <br />Fox (813) 251-0567 <br />Miami Office <br />1699 Coral Way suite 503 <br />Miami, Florida 33145 <br />Phone (305) 858-5858 <br />Fox (305) 858-5850 <br />ELEMENTS State License *AA0002341 <br />WACHOVIA - ZEPHYR COMMONS <br />PARCEL 6 <br />US ROUTE 301 <br />ZEPHYRHILLS, FLORIDA <br />Drawing No./Date 11-26-08 <br />S6 <br />01 -0711 <br />Drawing Title/Scale/Drawn by <br />SECTIONS & <br />DETAILS <br />SCALE: AS NOTED <br />AGRI PANEL BEARING ON STEEL BEAM <br />ELEVATION AT L1 LINTEL BEARING <br />SECTION AT TALL PARAPET LINTEL <br />y' SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" <br />FOR PERMIT 12/01/08 <br />